Novel water flooding layer logging evaluation method applying three parameters self-consistent iterative algorithm
An iterative algorithm and three-parameter technology, applied in surveying, earthwork drilling and production, wellbore/well components, etc., can solve problems such as not considering the unity of qualitative identification and quantitative evaluation of water flooded layers, inconsistent dynamic changes, and contradictory conclusions
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example 1
[0021] Example 1: Layer Z of Well X in GD Oilfield
[0022] The implementation process is described in detail below:
[0023] 1) According to the core analysis data and well logging data, the shale content SH at a certain depth point in the layer is calculated as 18%, and the irreducible water saturation S wi is 20%, the porosity φ is 36%, and the permeability K is 1500mD.
[0024] 2) According to the standard for identifying water flooding level based on well logging ( figure 2 ), qualitatively and preliminarily identify the water flooding level of the reservoir, and preliminarily judge it as moderate water flooding. The standard of flooding level is: weak flooding: F2≥0.75*F1; medium flooding: 0.75*F1-1≤F2<0.75*F1; strong flooding: F2<0.75*F1-1.
[0025] 3) The initial value of moisture content is selected as f w1 =0.7 (weak flooding f w1 =0.3; middle water flooding f w1 =0.7; Strong flooding f w1 = 0.9).
[0026] 4) The relationship between resistivity and water co...
example 2
[0032] Example 2: Layer Z of Well Y in GD Oilfield
[0033] According to the core analysis data and logging data, the shale content SH at a certain depth point in this layer is calculated as 21%, and the irreducible water saturation S wi is 23%, the porosity φ is 34%, and the permeability K is 1380mD. The calculation process is the same as above, after batch processing of logging data, the interpretation results can be seen in Figure 6 .
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